JP2000008473A - Method for laying drain pit - Google Patents

Method for laying drain pit

Info

Publication number
JP2000008473A
JP2000008473A JP10172614A JP17261498A JP2000008473A JP 2000008473 A JP2000008473 A JP 2000008473A JP 10172614 A JP10172614 A JP 10172614A JP 17261498 A JP17261498 A JP 17261498A JP 2000008473 A JP2000008473 A JP 2000008473A
Authority
JP
Japan
Prior art keywords
pipe
riser
flange
tube
flanged socket
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP10172614A
Other languages
Japanese (ja)
Other versions
JP3722624B2 (en
Inventor
Yoji Nishibori
洋史 西堀
Eiji Furukawa
英治 古川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Plastics Inc
Original Assignee
Mitsubishi Plastics Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsubishi Plastics Inc filed Critical Mitsubishi Plastics Inc
Priority to JP17261498A priority Critical patent/JP3722624B2/en
Publication of JP2000008473A publication Critical patent/JP2000008473A/en
Application granted granted Critical
Publication of JP3722624B2 publication Critical patent/JP3722624B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a method for laying a drain pit which can be assembled simply and surely in the site of construction of a piping and is also free of the possibility of breakdown even in the use for a long time. SOLUTION: A drain pit is made up of a rise tube 1, a flanged socket 2 and a pit bottom plate 3. The pit bottom plate 3 has a cylindrical part 32 coming down from the peripheral edge of a disk-shaped bottom wall 31 and is also provided with a circular groove 34 in which the lower end part of the rise tube 2 is fitted and with a circular-arc gap 35 in which the lower end part of a flange part 21 of the flanged socket 2 is fitted. A connecting hole 11 is bored in the lower side wall of the rise tube 1 and the flange part 21 of the flanged socket 2 is connected by bonding to the outer wall surface of the tube surrounding the connecting hole. Then, the lower end part of the rise tube 1 is pushed into the gaps 34 and 35 and joined thereto by bonding. Besides, a flange part of a saddle joint is connected by bonding to a connecting hole bored in an appropriate place of the rise tube 1 and an inflow tube is connected thereto, while an outflow tube is connected to a branch tube 22 of the flange socket 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、傾斜地あるいは雛
段状の造成地等に排水管を埋設する際に使用する排水桝
の敷設方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for laying a drainage basin used for burying a drainage pipe on a slope or a stepped land.

【0002】[0002]

【従来の技術】実開平6ー43485号には、傾斜地あ
るいは雛段状の造成地等に排水管を接続する際に使用で
きる排水桝が開示されている。この排水桝は、図4に部
分切断断面図で示した如く、立ち上がり管1aの下部側
壁に流出管2aが溶接され、また立ち上がり管1aの下
端側に凹状弯曲面をもった上げ底3aが溶接等によって
取り付けられると共に、上げ底3aと底板3bとで形成
された上げ底空間に砂や発泡ウレタン等の充填材Xが充
填されるものである。
2. Description of the Related Art Japanese Utility Model Laid-Open Publication No. Hei 6-43485 discloses a drainage basin which can be used for connecting a drainage pipe to a slope or a stepped land. In this drainage basin, an outflow pipe 2a is welded to the lower side wall of the riser pipe 1a, and a raised bottom 3a having a concave curved surface is welded to the lower end side of the riser pipe 1a as shown in a partially cutaway sectional view in FIG. And a filler X such as sand or urethane foam is filled in a raised bottom space formed by the raised bottom 3a and the bottom plate 3b.

【0003】[0003]

【発明が解決しようとする課題】ところが、この従来の
排水桝は部品相互の取り付け位置が明確に設定されてい
ないため、立ち上がり管1aに流出管2aや上げ底3a
を溶接等する際に接続作業に手間がかかるだけでなく、
強固に接合されないため長期使用によって部品相互が分
離して破損する危険性がある。特に、配管の施工現場で
は、排水桝の埋設深さ等に応じて立ち上がり管1aの長
さ寸法を決めたり、流入管の接続位置と対応する側壁に
接続孔を穿設しなければならないため、従来の排水桝で
は施工作業が複雑となり、確実かつ強固な接続が得られ
ない。
However, in this conventional drainage basin, since the mounting positions of the parts are not clearly set, the rising pipe 1a has an outflow pipe 2a and a raised bottom 3a.
Not only takes time to connect when welding
There is a risk of parts being separated from each other and damaged by long-term use because they are not firmly joined. In particular, at the pipe construction site, the length of the riser pipe 1a must be determined according to the burial depth of the drainage basin, etc., or a connection hole must be formed in the side wall corresponding to the connection position of the inflow pipe. In the conventional drainage basin, the construction work becomes complicated, and a reliable and strong connection cannot be obtained.

【0004】本発明はかかる課題を解決したものであっ
て、排水桝を3部品で構成して配管の施工現場での組み
立てが簡単かつ確実に行なえると共に、長期使用によっ
ても部品相互が分離して破損する危険性がない排水桝の
敷設方法を提供するものである。
The present invention has been made to solve the above-mentioned problem, and the drainage basin is composed of three parts so that assembly at a pipe construction site can be easily and reliably performed, and parts can be separated from each other even after long-term use. It is intended to provide a method of laying a drainage basin without a risk of being damaged.

【0005】[0005]

【課題を解決するための手段】本発明の排水桝の敷設方
法は、所望の長さ寸法を有する立ち上がり管と、鍔付ソ
ケットと、円盤状の底壁の周縁から垂下した円筒部を有
すると共に、該円筒部の外周側に設けられた円筒状の支
持体との間に前記立ち上がり管の下端部が嵌入される環
状溝と立ち上がり管の下部外壁面に接着接合された鍔付
ソケットの鍔部の下端部が嵌入される円弧状の隙間が設
けられた桝底板とからなる排水桝を配管の施工現場に持
ち込んで組み立て施工するにあたり、立ち上がり管の下
部側壁に接続孔を穿設してから該接続孔を囲繞する管外
壁面に鍔付ソケットの鍔部を接着接続し、次いで立ち上
がり管の下端部を桝底板の円筒部と支持体の間に設けら
れた隙間に押し込んで接着接合し、また立ち上がり管の
側壁適所に穿設した接続孔を囲繞する管外壁面にサドル
継手の鍔部を接着接続して該サドル継手の分岐部に流入
管を接続し、前記鍔付ソケットの支管に流出管を接続す
ることを特徴とする。
A method of laying a drainage basin according to the present invention comprises a rising pipe having a desired length, a flanged socket, and a cylindrical portion hanging down from the periphery of a disc-shaped bottom wall. An annular groove into which a lower end of the riser is fitted between a cylindrical support provided on an outer peripheral side of the cylindrical portion, and a flange of a flanged socket adhesively bonded to a lower outer wall surface of the riser. At the time of bringing the drainage basin consisting of a basin bottom plate with an arc-shaped gap into which the lower end of the bottom is inserted into the piping construction site and assembling it, a connection hole is drilled in the lower side wall of the riser, The flange portion of the flanged socket is adhesively connected to the outer wall surface of the tube surrounding the connection hole, and then the lower end of the riser tube is pressed into the gap provided between the cylindrical portion of the cell bottom plate and the support to be bonded and bonded. Drill into the right side wall of the riser The flange portion of the saddle joint outside the tube wall surrounding the connection hole and bonded connection connects the inlet pipe to the branch portion of the saddle joint, characterized by connecting the outlet pipe to the branch pipes of the flanged socket.

【0006】[0006]

【発明の実施の形態】以下、本発明の実施の形態を図面
にて詳細に説明する。図1は本発明の排水桝の展開状態
を示す斜視図、図2は鍔付ソケットの背面図、図3は本
発明の排水桝を現場に設置した状態を示す断面図であっ
て、図中の符号1は塩ビ管等の長尺の合成樹脂管からな
る立ち上がり管である。2は鍔付ソケット、3は桝底板
である。
Embodiments of the present invention will be described below in detail with reference to the drawings. 1 is a perspective view showing a deployed state of a drainage basin of the present invention, FIG. 2 is a rear view of a flanged socket, and FIG. 3 is a cross-sectional view showing a state where the drainage basin of the present invention is installed at a site. Reference numeral 1 denotes a riser made of a long synthetic resin pipe such as a PVC pipe. Reference numeral 2 denotes a flanged socket, and 3 denotes a bottom plate.

【0007】鍔付ソケット2は円弧状に弯曲した鍔部2
1の凸面側に支管22を突設したものであって、鍔部2
1には支管22と連通する貫通孔20が設けられてい
る。鍔部21の背面(凹面側)には、貫通孔20の周縁
の上部に係止突起23と、下部に連結突起24とが設け
られている。
The flanged socket 2 has a flanged portion 2 curved in an arc shape.
1 is provided with a branch pipe 22 protruding from the convex side thereof.
1 is provided with a through hole 20 communicating with the branch pipe 22. On the back surface (concave surface side) of the flange portion 21, a locking projection 23 is provided at an upper portion of a peripheral edge of the through hole 20, and a connecting projection 24 is provided at a lower portion.

【0008】係止突起23の先端部は上方に折れ曲がっ
て鉤状となっており、該係止突起23を立ち上がり管1
の接続孔11及び切り欠き部12を潜らせて嵌入したと
き、立ち上がり管1の内壁面と係合するようになってい
る。また、連結突起24は貫通孔20の周縁に沿って円
弧状に形成されており、立ち上がり管1の接続孔11に
嵌入できるようになっている。このとき、連結突起24
の先端が立ち上がり管1の内壁面より若干突出し、その
先端下面に設けられた面取り状の傾斜面が後述する桝底
板3のインバート面と隙間なく擦り合わせ接合できるよ
うになっている。
The leading end of the locking projection 23 is bent upward to have a hook shape.
When the connection hole 11 and the notch portion 12 are sunk and fitted, they engage with the inner wall surface of the riser tube 1. The connection protrusion 24 is formed in an arc shape along the periphery of the through hole 20, and can be fitted into the connection hole 11 of the riser tube 1. At this time, the connection protrusion 24
Is slightly protruded from the inner wall surface of the riser 1, and a chamfered inclined surface provided on the lower surface of the end can be rubbed and joined to an invert surface of a cell bottom plate 3, which will be described later.

【0009】また、桝底板3は塩ビ樹脂の射出成形によ
る一体成形品であって、円盤状の底壁31の周縁から垂
下する円筒部32が設けられており、該円筒部32の下
端縁に水平方向に突出するフランジ36が設けられてい
る。フランジ36の上面には円筒状の支持体33が設け
られており、該支持体33と前記円筒部32との間に立
ち上がり管1の下端部が嵌入される環状溝34と、立ち
上がり管1の下部外壁面に接着接合された鍔付ソケット
2の鍔部21の下端部が嵌入される円弧状の隙間35が
形成されている。
The bottom plate 3 is an integrally molded product formed by injection molding of a PVC resin, and is provided with a cylindrical portion 32 hanging down from the periphery of a disk-shaped bottom wall 31. A horizontally projecting flange 36 is provided. A cylindrical support 33 is provided on the upper surface of the flange 36, and an annular groove 34 into which the lower end of the riser tube 1 is fitted between the support 33 and the cylindrical portion 32. An arc-shaped gap 35 is formed in which the lower end of the flange 21 of the flanged socket 2 bonded and bonded to the lower outer wall surface is fitted.

【0010】前記桝底板3の底壁31の上面は周縁部か
ら中央部に向かってすり鉢状に傾斜しており、最も低く
なった中央部から前記円弧状の隙間35の中心に向かっ
て下り勾配で傾斜したインバート310が形成されてい
る。インバート310は断面円弧状に形成されており、
その終端縁に傾斜面311が設けられている。この傾斜
面311に前述した鍔付ソケット2の連結突起24の先
端下面に設けられた傾斜面が接着剤を介して擦り合わせ
接合できるようになっている。
The upper surface of the bottom wall 31 of the bottom plate 3 is inclined in a mortar shape from the peripheral portion toward the central portion, and descends from the lowest central portion toward the center of the arc-shaped gap 35. Is formed. The invert 310 is formed in an arc shape in cross section,
An inclined surface 311 is provided at the terminal edge. An inclined surface provided on the lower surface of the distal end of the connection protrusion 24 of the flanged socket 2 described above can be rubbed and joined to the inclined surface 311 via an adhesive.

【0011】本発明では、前述した立ち上がり管1、鍔
付きソケット2、桝底板3を配管の施工現場に搬入して
から次のようにして組み立てる。まず、長尺の立ち上が
り管1を所定長さに切断し、該立ち上がり管1の下部側
壁に接続孔11を穿設すると共に、該接続孔11の上縁
に半円弧状の切り欠き部12を設ける。また、流入管4
が接続される立ち上がり管1の側壁適所に所望の内径を
有する接続孔13を穿設しておく。
In the present invention, the riser 1, the flanged socket 2, and the bottom plate 3 are carried into a pipe construction site and then assembled as follows. First, the long riser 1 is cut into a predetermined length, a connection hole 11 is formed in a lower side wall of the riser 1, and a semicircular notch 12 is formed in an upper edge of the connection hole 11. Provide. Also, the inflow pipe 4
A connection hole 13 having a desired inner diameter is formed at an appropriate position on the side wall of the riser pipe 1 to which the connection is made.

【0012】次いで、立ち上がり管1の下部側壁に穿設
された接続孔11を囲繞する管外壁面と、鍔付ソケット
2の鍔部21の背面に接着剤を塗布する。そこで、鍔付
ソケット2の係止突起23を立ち上がり管1の接続孔1
1及び切り欠き部12に潜らせてから、鍔部21の背面
を立ち上がり管1の外壁面に強く押し付けて接着接合す
る。
Next, an adhesive is applied to the outer wall surface of the tube surrounding the connection hole 11 formed in the lower side wall of the riser tube 1 and the back surface of the flange portion 21 of the flanged socket 2. Therefore, the locking projections 23 of the flanged socket 2 are raised and the connection holes 1 of the pipe 1 are connected.
After being sunk into the notch 1 and the notch 12, the back surface of the flange 21 is strongly pressed against the outer wall surface of the riser tube 1 and bonded.

【0013】次に、立ち上がり管1の下端部の内外周面
と鍔付ソケット2の鍔部21の下端部外面に接着剤を塗
布し、桝底板3の円筒部32と支持体33との間に立ち
上がり管1の下端部を押し込む。すると、立ち上がり管
1の下端部が桝底板3の環状溝34に嵌入されて強固に
接着接合され、これと同時に円弧状の隙間35に嵌入さ
れた鍔付ソケット2の鍔部21の下端部が支持体33と
強固に接着接合する。この接続状態では、鍔付ソケット
2の鍔部21の下端部が支持体33で覆われ、また鍔部
21の背面に設けた係止突起23が立ち上がり管1の内
壁面と係合している。即ち、係止突起23と鍔部21と
の間に立ち上がり管1の内外壁が挟持されているため、
現場での組み立て作業の際や配管施工後に鍔付ソケット
2の支管22に上方から土圧等が作用しても立ち上がり
管1の外壁面から鍔部21が剥離することもない。
Next, an adhesive is applied to the inner and outer peripheral surfaces of the lower end of the riser tube 1 and the outer surface of the lower end of the flange 21 of the flanged socket 2, so that the gap between the cylindrical portion 32 of the cell bottom plate 3 and the support 33 is formed. The lower end of the riser 1 Then, the lower end of the rising pipe 1 is fitted into the annular groove 34 of the bottom plate 3 and is firmly adhered and joined. At the same time, the lower end of the flange 21 of the flanged socket 2 fitted into the arc-shaped gap 35 is The adhesive is firmly bonded to the support 33. In this connection state, the lower end of the flange portion 21 of the flanged socket 2 is covered with the support 33, and the locking projection 23 provided on the back surface of the flange portion 21 is engaged with the inner wall surface of the riser tube 1. . That is, since the inner and outer walls of the riser tube 1 are sandwiched between the locking projection 23 and the flange portion 21,
Even when an earth pressure or the like acts on the branch pipe 22 of the flanged socket 2 from above during the assembling work at the site or after the piping work, the flange portion 21 does not peel off from the outer wall surface of the riser pipe 1.

【0014】この様にして組み立てられた排水桝は、図
3に示した如く地面を掘り起こして形成した掘削溝内に
設置されるものであって、立ち上がり管1の側壁適所に
穿設した接続孔13を囲繞する管外壁面にサドル継手5
の鍔部51を接着接続する。そこで、サドル継手5の分
岐部52に流入管4の端部を挿入し、シールリングを介
して伸縮自在に接続する。また、前記鍔付ソケット2の
支管22に流出管6の端部に設けた受口を外挿し、シー
ルリングを介して伸縮自在に接続する。
The drainage basin assembled in this manner is installed in an excavation groove formed by excavating the ground as shown in FIG. 3, and is provided with a connection hole formed at an appropriate position on the side wall of the riser 1. Saddle joint 5 on the outer wall of the tube surrounding
Adhesively connected to the flange portion 51. Therefore, the end of the inflow pipe 4 is inserted into the branch portion 52 of the saddle joint 5 and is connected to extend and contract via a seal ring. In addition, a socket provided at the end of the outflow pipe 6 is externally inserted into the branch pipe 22 of the flanged socket 2 and is connected to extend and contract via a seal ring.

【0015】最期に、立ち上がり管1の上端に蓋受け枠
7を装着し、該蓋受け枠7に蓋体8を着脱自在に装着し
てから掘り起こした土砂等の埋め戻すと、排水桝の敷設
作業が完了する。
At the end, the lid receiving frame 7 is mounted on the upper end of the riser pipe 1, the lid 8 is detachably mounted on the lid receiving frame 7, and then backfilled with excavated earth and sand. Work is completed.

【0016】尚、前記実施例では立ち上がり管1の下部
側壁に接続孔11を穿設すると共に、該接続孔11の上
縁に半円弧状の切り欠き部12を設けたものを例示した
が、切り欠き部12はなくてもよい。この場合には、鍔
部21の背面(凹面側)に設ける係止突起23を若干下
方に位置させておいて、該係止突起23を接続孔11の
周縁に係合させるようにすればよい。
In the above embodiment, the connection hole 11 is formed in the lower side wall of the riser 1 and the semicircular notch 12 is provided on the upper edge of the connection hole 11. Notch 12 may not be provided. In this case, the locking projection 23 provided on the back surface (concave surface side) of the flange portion 21 may be positioned slightly below, and the locking projection 23 may be engaged with the peripheral edge of the connection hole 11. .

【0017】[0017]

【発明の効果】以上詳述した如く、本発明の排水桝は立
ち上がり管と鍔付ソケットと桝底板とからなるものであ
って、部品相互を簡単かつ確実に組み付けることができ
るので、配管の施工現場でも確実かつ強固な接着接合が
得られる。このため、施工後に地震等による地盤変動が
生じても部品相互が分離して破損することもなく、長期
に亘って安定した状態で水密性が確保される。
As described in detail above, the drainage basin of the present invention comprises a riser, a flanged socket, and a bottom plate, and the parts can be assembled easily and reliably. Even in the field, reliable and strong adhesive bonding can be obtained. For this reason, even if the ground changes due to an earthquake or the like after the construction, the parts are not separated and damaged, and the watertightness is secured in a stable state for a long time.

【0018】また、鍔付ソケットの鍔部の背面に鉤状の
係止突起が設けられていると、該係止突起と鍔部との間
に立ち上がり管の内外壁が挟持されるため、立ち上がり
管と鍔付ソケットとが強固に接着接合され、鍔付ソケッ
トの支管に上方から土圧等が作用しても立ち上がり管の
外壁面から鍔部が剥離することもない。
If a hook-shaped locking projection is provided on the back surface of the flange of the flanged socket, the inner and outer walls of the riser tube are sandwiched between the locking projection and the flange. The tube and the flanged socket are firmly bonded and bonded, and the flange does not peel from the outer wall surface of the riser tube even when earth pressure or the like acts on the branch pipe of the flanged socket from above.

【0019】更に、鍔付ソケットの鍔部の背面に連結突
起とが設けられていると、該連結突起の先端下面に設け
られた面取り状の傾斜面が桝底板のインバート面と接着
剤を介して隙間なく接着接合される。
Further, when a connecting projection is provided on the back surface of the flange portion of the flanged socket, the chamfered inclined surface provided on the lower surface of the tip of the connecting projection is formed by the adhesive and the invert surface of the cell bottom plate. Bonding without gaps.

【図面の簡単な説明】[Brief description of the drawings]

【図1】図1は本発明の排水桝の展開状態を示す斜視図
である。
FIG. 1 is a perspective view showing a deployed state of a drainage basin of the present invention.

【図2】図2は鍔付ソケットの背面図である。FIG. 2 is a rear view of the flanged socket.

【図3】図3は本発明の排水桝を現場に設置した状態を
示す断面図である。
FIG. 3 is a cross-sectional view showing a state where the drainage basin of the present invention is installed on the site.

【図4】図4は従来の排水桝を示す部分切断断面図であ
る。
FIG. 4 is a partial sectional view showing a conventional drainage basin.

【符号の説明】[Explanation of symbols]

1 立ち上がり管 11 接続孔 2 鍔付ソケット 21 鍔部 3 桝底板 31 底壁 32 円筒部 33 支持体 DESCRIPTION OF SYMBOLS 1 Rise pipe 11 Connection hole 2 Flanged socket 21 Flange 3 Measure bottom plate 31 Bottom wall 32 Cylindrical part 33 Support

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 所望の長さ寸法を有する立ち上がり管
(1)と、鍔付ソケット(2)と、円盤状の底壁(3
1)の周縁から垂下した円筒部(32)を有すると共
に、該円筒部(32)の外周側に設けられた円筒状の支
持体(33)との間に前記立ち上がり管(2)の下端部
が嵌入される環状溝(34)と立ち上がり管(2)の下
部外壁面に接着接合された鍔付ソケット(2)の鍔部
(21)の下端部が嵌入される円弧状の隙間(35)が
設けられた桝底板(3)とからなる排水桝を配管の施工
現場に持ち込んで組み立て施工するにあたり、立ち上が
り管(1)の下部側壁に接続孔(11)を穿設してから
該接続孔(11)を囲繞する管外壁面に鍔付ソケット
(2)の鍔部(21)を接着接続し、次いで立ち上がり
管(1)の下端部を桝底板(3)の円筒部(32)と支
持体(33)の間に設けられた隙間(34,35)に押
し込んで接着接合し、また立ち上がり管(1)の側壁適
所に穿設した接続孔(13)を囲繞する管外壁面にサド
ル継手(5)の鍔部(51)を接着接続して該サドル継
手(5)の分岐部(52)に流入管(5)を接続し、前
記鍔付ソケット(2)の支管(22)に流出管(6)を
接続することを特徴とする排水桝の敷設方法。
1. A riser (1) having a desired length, a flanged socket (2), and a disc-shaped bottom wall (3).
A lower end of the riser tube (2) between the cylindrical portion (32) and a cylindrical support (33) provided on the outer peripheral side of the cylindrical portion (32); An annular gap (35) into which the lower end of the flange (21) of the flanged socket (2), which is adhesively bonded to the annular groove (34) into which the groove is inserted and the lower outer wall surface of the riser pipe (2), is inserted. When a drainage basin composed of a basin bottom plate (3) provided with a pipe is brought to a pipe construction site and assembled and constructed, a connection hole (11) is formed in a lower side wall of a riser (1), and then the connection hole is formed. The flange (21) of the flanged socket (2) is adhesively connected to the outer wall surface of the tube surrounding (11), and the lower end of the riser (1) is supported by the cylindrical portion (32) of the bottom plate (3). It is pressed into the gaps (34, 35) provided between the bodies (33) and bonded together. A flange portion (51) of a saddle joint (5) is adhesively connected to an outer wall surface of a pipe surrounding a connection hole (13) drilled at an appropriate position on a side wall of the riser pipe (1). 52) A method for laying a drainage basin, comprising connecting an inflow pipe (5) to an outlet pipe (5) and connecting an outflow pipe (6) to a branch pipe (22) of the flanged socket (2).
【請求項2】 前記鍔付ソケット(2)の鍔部(21)
の背面には鉤状の係止突起(23)が設けられており、
該係止突起(23)と鍔部(21)との間に立ち上がり
管(1)の内外壁を挟持することを特徴とする請求項1
記載の排水桝の敷設方法。
2. A flange (21) of the flanged socket (2).
Is provided with a hook-shaped locking projection (23) on the back surface thereof.
2. An inner and outer wall of a rising pipe (1) is sandwiched between the locking projection (23) and a flange (21).
How to lay the drainage basin described.
【請求項3】 前記鍔付ソケット(2)の鍔部(21)
の背面には貫通孔(20)の周縁下部に沿って円弧状の
連結突起(24)が設けられており、該連結突起(2
4)の先端が立ち上がり管(1)の内壁面より若干突出
し、その先端下面に設けられた面取り状の傾斜面を桝底
板(3)のインバート面に接着接合することを特徴とす
る請求項1記載の排水桝の敷設方法。
3. A flange (21) of the flanged socket (2).
An arc-shaped connecting projection (24) is provided along the lower edge of the through hole (20) on the rear surface of the connecting projection (20).
The tip of (4) slightly protrudes from the inner wall surface of the riser (1), and a chamfered inclined surface provided on the lower surface of the tip is adhesively bonded to the invert surface of the bottom plate (3). How to lay the drainage basin described.
JP17261498A 1998-06-19 1998-06-19 Drainage laying method Expired - Fee Related JP3722624B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17261498A JP3722624B2 (en) 1998-06-19 1998-06-19 Drainage laying method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17261498A JP3722624B2 (en) 1998-06-19 1998-06-19 Drainage laying method

Publications (2)

Publication Number Publication Date
JP2000008473A true JP2000008473A (en) 2000-01-11
JP3722624B2 JP3722624B2 (en) 2005-11-30

Family

ID=15945151

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17261498A Expired - Fee Related JP3722624B2 (en) 1998-06-19 1998-06-19 Drainage laying method

Country Status (1)

Country Link
JP (1) JP3722624B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000079021A1 (en) * 1999-06-18 2000-12-28 Sanyo Electric Co., Ltd. Method for treating carbon-based coating and carbon-based coating and parts having carbon-based coating
EP1122220A1 (en) 2000-01-18 2001-08-08 Central Glass Company, Limited Low-melting glass for covering substrate
KR20030004191A (en) * 2002-11-21 2003-01-14 김하용 The connection pipe with location control function of a water tank
KR100478013B1 (en) * 2002-08-20 2005-03-22 김하용 The water inflow pipe with control function of high and low

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000079021A1 (en) * 1999-06-18 2000-12-28 Sanyo Electric Co., Ltd. Method for treating carbon-based coating and carbon-based coating and parts having carbon-based coating
EP1122220A1 (en) 2000-01-18 2001-08-08 Central Glass Company, Limited Low-melting glass for covering substrate
KR100478013B1 (en) * 2002-08-20 2005-03-22 김하용 The water inflow pipe with control function of high and low
KR20030004191A (en) * 2002-11-21 2003-01-14 김하용 The connection pipe with location control function of a water tank

Also Published As

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